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COUNTY ROAD T over RULE CREEK

Bent County, Colorado

Map

Coordinates:
+37.88167, -103.14747
37°52'54" N, 103°08'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	COUNTY ROAD T over RULE CREEK
Structure number:	BTT-14.9-17-13
Location:	2.7 MI E OF SH 101
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	38.7 ft. `[11.8 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	15.4 ft. `[4.7 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Other `[9]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	14 `[as of 2018]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	70.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Fair	Fair	Satisfactory	14	70.0
January 2016	Fair	Fair	Fair	Satisfactory	64	69.9
January 2014	Fair	Fair	Fair	Satisfactory	64	69.9
January 2012	Fair	Fair	Fair	Satisfactory	18	70.0
January 2010	Fair	Fair	Fair	Satisfactory	11	70.0
January 2008	Fair	Fair	Fair	Satisfactory	11	70.0
February 2006	Fair	Satisfactory	Satisfactory	Good	11	82.0
January 2004	Fair	Satisfactory	Good	Good	11	82.0
February 2001	Fair	Satisfactory	Good	Good	11	82.0
February 1999	Fair	Satisfactory	Good	Good	11	82.0
July 1997	Fair	Satisfactory	Good	Good	11	82.0
July 1995	Fair	Satisfactory	Good	Good	9	82.6
November 1993	Fair	Satisfactory	Good	Good	9	82.6
August 1991	Fair	Satisfactory	Good	Good	9	82.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	320	270	50	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,280	964	316	0	0
Substructure
Steel Column	each	12	0	8	4	0
Reinforced Concrete Abutment	linear ft.	32	30	2	0	0
Reinforced Concrete Pier Cap	linear ft.	48	32	16	0	0
Joints
Open Joint	linear ft.	16	16	0	0	0
Other Joint	linear ft.	80	0	80	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Fixed Bearing	each	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	160	112	48	0	0
Steel Protective Coating	sq. ft.	160	112	48	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1064896